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<br />PROPOSED SLURRY WALL SAAr 0 2 -0 1 100 24*50 � � CONTRACT
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<br />97 LEGEND: LEGEND: W
<br />!Symbol Description K To sYMleols
<br />z a a �a
<br />PROPERTY LINE O
<br />I rOtn symbols P — EXISTING POWER 4960 y
<br />SAND FILL, loose to medium dense, with silt and clay, SILTSTONE, hard to very hard, sandy, clayey, slightly moist, gray _ RS _,__ _._ ..
<br />4960 - --- _ as2o, « E
<br />___._.__. - - -. •_ - - - - -- minor organics, dark brown, (SC) EXISTING CONTOURS
<br />CLAY, medium stiff, with sand to sandy, with organics moist, dark SANDSTONE, hard to very hard, silty, slightly moist, gray EXISTING FENCE SCALE i'�0'H toY W
<br />4920 t' own KM& ~ �"
<br />i brown, (CL). PROPOSED CONTOURS y
<br />SAND, very oose to very dense, with gravel and silt, moist to wet, r. PROPOSED SLURRY WALL 3' INTO BEDROCK
<br />tp +" + ry _.__ 50 25 0 50 100 150
<br />• . tan, (SW -SM to SP -SM . �____. __ _,__ __ -.._- _;_ _ -• - - -_ • «- - - - -- -- PROPOSED SLURRY WALL 5' INTO BEDROCK Z
<br />4950 W P �_ _... __.._._..- _
<br />Z W ® CLAYSTONE, hard to very hard, minor siltstone lenses, carbonaceous, ; - - - - - - - -
<br />EASEMENT J W
<br />J W s Slightly moist, dark brown to dark gray. sG1E W FEET U
<br />_ ® SLURRY WALL CAP CROSSING 1 - SEE DETAIL 2 SHEET 3 OF 10 I- W o
<br />U ? Misc. Symbols _
<br />LLI I © SLURRY WALL CAP CROSSING 2 - SEE DETAIL 3 SHEET 3 OF 10 8 a
<br />i , QD PPA -01 LOCATION OF TEST HOLE - , « \ 0-
<br />4940 � �
<br />LU
<br />�� Water level during dulling �- •-- °-----j•- -�"'--
<br />- EXISTI G GRADE
<br />- i O s— Water level one or ten days Q —_— - - --
<br />• n �.,. CQ 4940
<br />U j - after boring completion -- —� 0. { ! \ �— -------- . - - - --
<br />} ��J 0
<br />i 0 I 493340" _ -_ -- - - - - - -- �--- - -Z - -- - - - - -- -- - - - - -- -�-'� 49349 - - - - - --
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<br />4920 6/12
<br />•iii+ i i i �-
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<br />4920 h1d
<br />14/12 •�a;� I l o 0
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<br />BEDROCK LOCATIOf4 SHOWN `
<br />4910 _ s -
<br />4910 �
<br />_. .:i' ; t i IS APPROXIMATE:.. z
<br />.�••` oae: 02/02/04
<br />50/12 4901.4 mil t 4902.9 "
<br />Job N 125
<br />WSS
<br />4900
<br />w.
<br />FWL
<br />1 , Clacked:
<br />JAC
<br />—_ -- —^ — -- scale: 1 =50 H10 V
<br />` ANTICIPATED DEPTH of CUTOFF 2.900-7
<br />I 50/4
<br />7.6x10 -7 ' ( ! l ! ' -��•�^��' _ .__._•.,..- _____._ _......._. ._._...,__,_ - ____..... ,.;_ -___ ____._.,..._ - .___ -.- __.._..___. __« -_ �._.__._ ... _ _ _ _ . _ .....,... -_ ..... _.. _ . _ ........_ _. ...- .., .. 4890
<br />4890 «,._.._-
<br />..MOTES:
<br />I 9 _
<br />1 I. 19/ d tes that j9 blows of p 140 pound hammer falling 30 �6 �
<br />inches were required tb drive a 2 'inch I.D. CoQfornia sampler 12 `v
<br />I 100/4 1 F,
<br />inches. , ; x
<br />i
<br />-- i �
<br />_-_ i S
<br />4882
<br />4880
<br />- __._ -_W .- _..__,._. _._ -- ..
<br />- ' '-- "' 2, 7.5 k 10 Packer test locatipn with hydrqulic conductNity
<br />_ - 1 i1
<br />4880 (?
<br />,— ✓ +
<br />j in cm/se: i C N F L
<br />t /�� 4 i '
<br />I j / 4873.9
<br />Sheet:
<br />_ 4870
<br />4870 n rn o 0 o n n n M n M n r n M n n vN a v a m
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<br />N N M M M M M W O, A fA O, W (A IT fA Or ' Or Cf Oe m O,
<br />O M M M M M M M M M M M M M M M M M M M M
<br />w
<br />10s
<br />14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 Of y KECEIVED
<br />DIVISION OF RECLAMATION O�
<br />MINING AND SAFETY
<br />
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